A spectral density approach for modelling continuous vertical forces on pedestrian structures due to walking.
- Published in:
- Canadian Journal of Civil Engineering, 2004, v. 31, n. 1, p. 65, doi. 10.1139/L03-072
- By:
- Publication type:
- Article
Works matching IS 03151468 AND DT 2004 AND VI 31 AND IP 1
Results: 18
1
2
Size effects in axially loaded square-section concrete prisms strengthened using carbon fibre reinforced polymer wrapping.
- Published in:
- Canadian Journal of Civil Engineering, 2004, v. 31, n. 1, p. 1, doi. 10.1139/L03-064
- By:
- Publication type:
- Article
3
An evaluation of pile cap design methods in accordance with the Canadian design standard.
- Published in:
- Canadian Journal of Civil Engineering, 2004, v. 31, n. 1, p. 109, doi. 10.1139/L03-075
- By:
- Publication type:
- Article
4
Flexural and shear strengthening of timber beams using glass fibre reinforced polymer bars — an experimental investigation.
- Published in:
- Canadian Journal of Civil Engineering, 2004, v. 31, n. 1, p. 45, doi. 10.1139/L03-069
- By:
- Publication type:
- Article
5
Neural networks for the inversion of soil surface parameters from synthetic aperture radar satellite data.
- Published in:
- Canadian Journal of Civil Engineering, 2004, v. 31, n. 1, p. 95, doi. 10.1139/L03-079
- By:
- Publication type:
- Article
6
Design and evaluation of a new bond-type anchorage system for fiber reinforced polymer tendons.
- Published in:
- Canadian Journal of Civil Engineering, 2004, v. 31, n. 1, p. 14, doi. 10.1139/L03-062
- By:
- Publication type:
- Article
7
Application of grey correlation analysis for evaluating the artificial lake site in Pingtung Plain, Taiwan.
- Published in:
- Canadian Journal of Civil Engineering, 2004, v. 31, n. 1, p. 56, doi. 10.1139/L03-074
- By:
- Publication type:
- Article
8
Interactions between cavity flow and main stream skimming flows: an experimental study.
- Published in:
- Canadian Journal of Civil Engineering, 2004, v. 31, n. 1, p. 33, doi. 10.1139/L03-066
- By:
- Publication type:
- Article
9
Analysis of effects of air pocket on hydraulic failure of urban drainage infrastructure.
- Published in:
- Canadian Journal of Civil Engineering, 2004, v. 31, n. 1, p. 86, doi. 10.1139/L03-077
- By:
- Publication type:
- Article
10
Comparison of computed water hammer pressures with test results for the Çatalan power plant in Turkey.
- Published in:
- Canadian Journal of Civil Engineering, 2004, v. 31, n. 1, p. 78, doi. 10.1139/L03-071
- By:
- Publication type:
- Article
11
Structural behaviour of water sloshing damper with embossments subject to random excitation.
- Published in:
- Canadian Journal of Civil Engineering, 2004, v. 31, n. 1, p. 120, doi. 10.1139/L03-082
- By:
- Publication type:
- Article
12
Effet des imperfections géométriques sur la stabilité des coques élastiques cylindriques.
- Published in:
- Canadian Journal of Civil Engineering, 2004, v. 31, n. 1, p. 27, doi. 10.1139/L03-084
- By:
- Publication type:
- Article
13
Role of the construction sector in the economy of a city.
- Published in:
- Canadian Journal of Civil Engineering, 2004, v. 31, n. 1, p. 155, doi. 10.1139/L03-089
- By:
- Publication type:
- Article
14
Study of shear provisions for stiffened plate girders.
- Published in:
- Canadian Journal of Civil Engineering, 2004, v. 31, n. 1, p. 160, doi. 10.1139/l03-096
- By:
- Publication type:
- Article
15
Note of appreciation / Note de reconnaissance.
- Published in:
- Canadian Journal of Civil Engineering, 2004, v. 31, n. 1, p. iii, doi. 10.1139/l04-900
- Publication type:
- Article
16
Failure tests on full-scale models of grout laminated wood decks.
- Published in:
- Canadian Journal of Civil Engineering, 2004, v. 31, n. 1, p. 133, doi. 10.1139/L03-088
- By:
- Publication type:
- Article
17
Construction probabiliste de scénarios d'apports à un réservoir.
- Published in:
- Canadian Journal of Civil Engineering, 2004, v. 31, n. 1, p. 146, doi. 10.1139/L03-108
- By:
- Publication type:
- Article
18
Editorial Policy / Orientation de la revue.
- Published in:
- 2004
- By:
- Publication type:
- Editorial